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HomeMy WebLinkAboutPLANSFinish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #IILSLI2 2L ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self scaling washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps Pastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured O O stucco on typical concrete � block construction thick x 8"w cut RIGHT ELEVATION coral finished stucco bands 12 4 1 SLOPE SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max syacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach raced to trusses using attachment detail on this sheet 12 SLOPE 4 V-1" T.O.B. I1 I! H. H ' 0'-0" = Finished Floor \ =L=VATIIo>� �oT� 5: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 Ib felt underlagment installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLO� 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick light extured 5/8" thick cut coral stucco on tgpical concrete finished stucco bands block construction REAR ELEVATION Overhangs at I'-O" unless otherwise noted on Roof Man Roof pitch at I unless otherwise noted Ang changes to this plan shall be submitted to the architect for approval IA writing prior to starting construction. Return ALL Ptucco Bands into Window or Door. 12" ' 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATiON SCALE: 1/4' - 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Riadows t Skylights Opening Type�� NUMBER Product Model Manufacturer Glass Attachment method TEST Esriration Date Design Pressure of Approved Teats 1,2,3 t4 FLU 239.3 Single Hung SH-100 Impact PGA 5/IL" 114' Its. tapeons w/ min. 1 3/8' penetreuon r.o be space per product approval. Contractor shall a hart to min edge distances specified in Product approval + 80.0 PSF - A 16-0330.02 Overhead Garage Door g Model 824/811 IL'-O'mmax height g DAB i s 'v.re w ir`.°'ic `i-nth' aiiw. st r s� s #-iY) r�ic.6'i'i$'..rt. m'I" t'6== a "m. or I. �� dN-- - to M adhwo to 10-9-21 + 50.0/-LO.O pat + 50.0 PSF B FLU I4614.1 Fiberglass Design Pro/ smooth Pro Jeld-Wen Elco 1/4' die, tapcon with min 1.25' embedment at 3" max from corners and 11.5' o,c. max. thereafter in head and jambs. C FL# 2SL5 Sliding Glass Door Series 110 SGD PGT 1' nom Type GSA " 1/4' die. tapcoris w/ min. 13/4' penetratio�i to ¢e spaced per pr uct approval. CContractor all a here to min. 2 I/2 edge distance& specified in Product approval + LO,O PSF _ Product NUA/FL NUMBER Model # Manufacturer Attachment Method ration Date Design Pressure of Approved Teats Mullions FLU 261.1 1' x 2 3/4' x .315' PGT Install per fastener type and spacings sham in Table IA and IS in product approval on sheet 5 or 22. + 58.0 PSF Roof FLU 11451.12 5V Crimp Metal Roofing Gulf Coast Supplg and manufacturing 2L oa. 5v Crisp metal rooring attached to plywood deck using 89 x 1.5" hood +cress mth self sealing washer at 12" o.c. max spacmg over ASTM D tape 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps rastened with corrosion resistant tin cep► and with 1.25' ring shank nail ?aced spaced L o.c. at ill tops and two etamered rows 12' o.c. in held. Attach to trusses using attachment detail on roof plan - 108.5 PSF Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vingl Soffit Kagcan Install using 2' x 2" battens at V o.c. screwed to soffit framing using #8 x 3" wood screws at each truss Install soffit to battens using 0,12" die, x 1.6" land rinin shank nails with S/8" cis, head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 SLOPE SCALE: 1/4" - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self scaling washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails epaced In o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12" 12„ D.H. 5/8" thick x 8"w cut ®®®® coral finished stucco bands f] ❑a " IO ® MOM I 5/8" thick x 8"w cut coral finished stucco bands Jill Garage Finis ed Floor -0'-4" A.F.F. 5/8" thick light textured Finish Columns with stucco on tgprcal concrete 5/8" thick cut coral block construction finished stucco bands FRONT ELEVATION SCALE: 1/4" - 1'-0' 2" x 4" top plate 1/2" drgwall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" O.G. base-boaid � II II ,1 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill nterior Non -Searing Partition nts Bra en Braden AIA, PA Wynne Building Corp. Architects - Planners 41-7 S.E. Coconut Avenue THE STERLING Tel : (112) 281-8258 _ g anish Lakes Fax : (112) 281-8283 E-mail: brad enaia 9 comcast.net S Lucie County Florida St art. FL S4994 UAAC000032 ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WiLL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: I45 mph ultimate Mean Roof Height: '- " Roof Pitch: 4.12 pogna internal Pressure Coefficient: ±0_I8 Sub,lectability to damage from: Weathering: Negligible Termites: Veru Heava Width of Roof End Zone: 3'-4' Wind Speed: I0 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Ad,fustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL; O.LDL+O.4WL Components k Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32,6 pat S+CQ Roof Zone: 2. +20.4/-51.0 pat Roof Zone: 3. +20.L/-84.0 psP BY St•LUC1A(;niintit Components i Cladding Wall End Zone Width: 3'-4e Components E Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat E3 = Roof Zone I Well Zone: 5. +35.8/-41.8 pet Walls Zone 4 Components E Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? yes Continuous Load Path Provided? Yes ® Roof Zone 2 Wags Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Sal Bearing Pressure.2,500 psi, Presumptive: X Bg Test: psi SEE PRODUCT AP ROYAL FOR IM ACT PI 1O ECTION F R O E INGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pet FLOOR LIVE LOAD: _1[Ik_ pet FLOOR DEAD LOAD:- oaf JOB ADDRESS: \\as\�S�g MODEL: GARAGE LEFT )ate Drawn Revisionst-ILE CQ RY 9-9-19 �J Drawn by: C.C.U. R EWED FOR Checked by: CODE COMPLIANCE D.R.B. ST. LUCIE COUNTY_. Sheet Comm 1. i�-Soo B OF 5 SCALE 1/4" = 1'-0" rior to Requirements. to have PSI concrete. tie beams etc.. to P.S.L grout mix to bottom chord ;sure treated. wall or stud dimensions. i accordance ,ode. bathroom for Jilding Department e per FBC R302.(, /4"t 20 min. rated door CRASH POST DETAIL N.T.S. 36" high bg 4" diameter steel crash post. Floor Flange with 4 - 3/8" ex ansion bolts Into slab (3/8"t 50 ksl steel plate) 6" 1 O- �3/8" � 2 4" 2 0 0- :ation of not greater than 200 per FBC R302.9.1 )ped index of not greater than 450 per FBC R302.9.2 9ttic floors shall have a critical radiant I" x 6" P.T. Buck nailed to r. Exposed foam plastic insulation block with case hardened nails !ck or On the attic walls shall comply prior to door attachmen edition ;4' C19, C415, C5m, Coo, C931 r 5, or C1394 and shall be installed Into Install SGD thru buck Into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c_ max. ill wmn I-lib-r neao from each corner and 20." o.c. max rr x 1 1/4" tong thereafter at head per product approval W 5d cooler Hall 1 5/8" long with lad 0.080 din. 1/32" head. ig with 19/44" head Use 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. of x 1 3/6" Ion g from each corner and 20" o.c. max �r 6d cooler nail thereafter at sill per product approv 1 1/8" long with gad 0-0915" dia. 1Vii head. to ASTM A108.1 thru A108.<, 6rs in accordance with ASTM nufacturers recommendations shall and wall panels in shower areas. apor permeable members installed es, wall, crawl spaces and attics i5 with an accompanying smoke E 8�f d in accordance with ,4STM n nd ads ach E-ENGINEERED TRUSSES at 24"o.c. TYPICAL >p drawings by manufacturer) rglass or trusses loath finish , block filled with concrete ant. in each row. Substitute id with concrete and (1) #5 ,tom row over openings it I" x furringg % with R4.1 frfod Baal 8" Block walls e installed per FBC R102.3.1 ill pertainin ASTM codes. ype "M" onlg proportioned per FBC R601.1 Ishall comply with FBC R401.2.1. -Rock at all wet areas (ex. showers, tube etc...) ;rate and (typical). I not exceed vise noted an notes for Igo lab with fibermesh OR M on 6 mil Visqueen over rd termite treated fill rate footing ,e cont. and #5 i at 48" o.c. :ale : 1/2" = 1'-0" Masonry Beam Head fixed door sliding door 1 1/2" AREA CALCULATIONS Living A/C = 1,14114 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 116 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,12-f sq, ft. Total Cubic Ft = 11,192 2" VTR J1L I I I I 21' VTR Mastery/� JIL Bath I I r Lay. I 2• I Lev. i 4• 1 24 VTR W.C. JIL 3" I I I 1 3" I KGt. sink I Kitchen 2• I I Lev. 1 3• W.C. Bath #2 snap. 3• G.O. To septic PLUMBING RISER z• slop. I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment ,, ITHEII Bottom Track Typical Flooring Sill Install 5GD block with 3 Sliding D Oor Detail 11/2" penal from each c thereafter A At Masonry Wall NTS thru buck into 14" tap -con with anon at 6" ." max. Her and 20." o.c. max Jambs per product approval Jamb UJlndow Schedule lark Size Rough Open. Window De5criotioti PRESSURE ZONE I. 4'-5%"x 5'-3 ia" 54ka"x 63i4" Single Hung ZONE 4 2• L'-2ke"x 5'-3 %s" i5" x 63 %;' Single Hung ZONE 4 3. '-2" x V-2 1/2" 2l "X 38%1' Single Hung ZONE 4 4, I 4'-5%e"x 4'-2%° 54%a"x 54Ya° Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by c with manufacturers specs prior to construction box on sheet I ntractor Door Schedule lark Size Rough O enin Door Descriptior PRESSURE ZONE A 9'-O" X 1'-O" 108" x 84" Overhead Garage Doc, ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%" Fiberglass Panel - Imai ung ZONE 4 C 6'-0" X 6'-8" 14" x el %a" d: e" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 i2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %," Solid Core Wood, Steel, or Masonite Door " X 6'-8" S 1.4 C - Wood - 6-Pa I m I r NINE 10'-0° Opt. �t��lgK P ° EGRESS ° 12'-B" N I O u MASTER U;r BEDROOM -u m a 8'-0" A.F.P. =d) Flat Ceding a. c4 0 T A#/1 C Meter a M Rod t 9 Provide screen it y �R/a,.nlg I � Co I 2" x 6" knee-wal ° r r O I O[ below counter to$ CLO ETI IINe Rod 4 Shelf e„ \ /hs,7 �p to ATH 1 0 (41") High wa KITCHEN i<1 A.F.F. — — averhaing — - iO � �lat Ceiling i 6'-0 H 10'-5" 4'-1" pper ca mats to extend over Ref. G a @MI " 1 •m^A rmn �'mt R-II Batt* nriati W.H. N I ® N z 4"0 Steel Ballard a See detail on this s as $ 1 r Provide auto 22" x 54` , O r----- closer I Attic Acc II 6 Q �---a I Amp P nel m — GARAGE I �iiF GRESSI` O '-4" A.F.F. IC91EI I MT Flat Ceding 19 r cv I H 2 -8 01 are ne Install windows thru buck into tap -con with I I/2 penetration at 40 o.c. max. 1112mblock withpe penet/14Nration cornerand and020" o.c. J 2'-6" X L'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold thereafter Exterior face at head and III II per product approval L I'-6" X 6'-8" BI-FOLD of wall Buck to be I" x 4" PT -------------, i Block wall in garage to be - struck block I � I j 14'-6" I ORf i T, 2" ALL Exterior doors to withstand pressures state in permit Info Varies box on sheet #I 7�L GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND All rough opening dimensions t0 be verified by contractor Detail at windows prior to window attachment SILL LOCK PRIOR TO BUCK INSTwith manufacturers specs prior to construction NTS Brac en t Braden AAA, FA Wunne Building Corp. Architects - Planners 41-1 S.E. Coconut Avenue THE STERLING GARAGE LEFT BTel : (112) 281-8258 Fax : ('112) 28'1-8283 Spanish Lakes E-mail: bradenaiascomcast.net St" Lucie County Florida Stulort, FL 34994 #AAC000032 Date Drawn 9-9-19 Drawn bg: C.C.U. Checked by: D.R.B. STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY 14'-0° —lo -Q , — — 127lo'-o° 12" BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS I _ CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. i� 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS `� DESIGN LOADS ARE AS FOLLOWS: F,F1��, ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VEL CITY �PERPERMIT INFO BOX ON SHEET 41 Imo/ w I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C"- 3• POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO ° O 00_�_�_�_i_ _� ° ° ° _o ° SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, ° r 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. I © I WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR I I I o BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I Rear Patio/Slab - I 6D BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 1 to be poured separate ua (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH 1 MIX MAY BE SUBSTITUTED FOR WELDED NE 1 MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, E I 12'_e, a from the house slab. (L �I SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 24" Thicken footing to 5 N I LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS I FI 24% x 14"d x 24"L N BEFORE FILL IS BROUGHT IN, FILL MATERIAL SHALL CONSIST OF under filled cells r J CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I under girder bearing. = E - PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" I 1 001 ° ° E ° ° OE BEAMS: I-I/2"L- - - - - - - - - - - - - - - - - - STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND O � Rear- - - Patio/Slab to COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY - 1 be flush with bottom of 1 PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. " rci= FI I sliding door recess. ° ao 2 -- I Slope 1/2" I 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1400 PSI r mn ;- DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE1;- ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 1 I; - GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE 1 I PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I ° FOUNDATION FL4` FI I . o I I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-()" H.B. I Vanity to be for approval before proceeding with construction, i�s4 y2 high 4" concrete slab with fibermesh OR I o 2. Contractor shall be responsible for verification of all Termite Protection for New ° � 6"x6" 1*10/10 WWM on 6 mil Visqueen over ° notation and dimensions before starting construction. Construction. ° clean compacted termite treated fill I 3. Soil conditions assumed to be 2500 psf. Should any other conditions be IFi encountered, the architect shall be notified in writing for revision roll treatment used for subterranean termite after all 1 Inside the foundation perimeter shall be done after all ° 1 ° '4. Verify all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete. S. Contractor t0 provide filled cell with concrete and 1 1*5 bar Vert. at 48" If soil area is disturbed after initial chemical soil treatment _a o.c. max. Provide (1) filled cell on each side of openings up to 5'—II" wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 6'-O" to T—I1" including spaces boxed or framed. openings from 10'—O" and u `" and Provide (3) filled cells on each side of o f ° FI 1`- oto p g p Treatment must be In accordance with the rules and la s i I °in Contractor to see plans for, any other condition used. Foundation walls established bg the Florida Department of Agriculture a d 1 shall have filled cells at 24'o.c. unless otherwise noted (see section) consumer services. 1 6. Contractor to provide for Form Board Survey — Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose E I ° H.B. 1. Contractor to provide for soil test prior to construction and provide termccontaining ingln annular mterials and shall receive application plof a copy of soil test to architect for review prior to construction I. 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and — — A 35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and ° F — — — — — — — — — — 1-1/2" concrete protection at beams for ALL reinforcing bars, ° A#�C I 4"0 Steel Ballard m A filled w/ Concrete 0 #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR O c Q _ at each filled cell -SECTIONS one #5 bar continuous 6"xV #10/10 WWM on 10 mil Visqueen over 1 N y v 1 I I �'u ° clean compacted termite treated fill I E 'vW I I Fl I o so GRADE a 4," concrete slab with fibermesh OR I v?� I I I a �_ 1 1 O 4"x6' #10/10 WWM on 10 mil Visqueen over � _ •,: ^;x�:;;;;; �'::;,;+a;: ::; : ,'? LL clean compacted termite treated fill Grade —_ =1 I l i 1 4J I L_ a Q NOR OQ ma WN"`..�`.. .. Y. _� .I I I I . O 3 ° 1 i I EO N o° �e0 F- \ I �—� - PORCH SLAB EDGE DETAIL a., — 14"w x 14 d concrete monolithic footing with (2) #5 bars cons. SCALE 1/2" = 1'-O" _ 1 u`O o a 1 \ I _� ° ° ° -T- 14° IF5 u W #5 bar vert. w/ i 1 TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = i'-o" at each filled cell SEE TYPICAL I X O I C] O_ LU 3 -I ECTIONS 4" concrete slab with fibermesh OR Ad�uat curb herglit Filled Cell Masonry Column With One 14'-� 09 6"in xC #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR #5 From Footing To Tie Beam 1'-2" 12'-6" 6.. clean compacted termite treated fill slope. VxV #10/10 WWM on 10 mil Yiaqueen over Conc. Fill To Be 300 PSI I I p #5 bar cont. #5 bar in curb clean compacted termite treated fill See Floor Plan For Loc tion E L — F5 Recess for — — — — Garage Door ° ° ° ° ---- I --------- ° it - f a Grade —� Stop perndati n Q a'. ou o pl n G de O F F E , =IIII- 3 -5" 9 -O" 3'-5" 12" x 12" concrete column block fills with concrete lintels above) #1 bars vert. ti d MI _ =II'' Sin le Filled Cell Column 10" 11 (2) #5 bars cont. bottom steel 14% x Mid concrete monolithic NTS 12" footing with (2) #5 bars cant. 14" COUP 2 DETAIL AT GARAGE STEPDOWN Filled Cell Masonry Column With One ST. �.UUFif SCALE 1/2" = 1'-0 " GARAGE CURB DETAIL #5 From Footing To Beam Each. Conc Fill To Be 300 PSI C)CC 12' x 12" concrete column SCALE 1/2" = 1'-0" See Floor Plan For Loc tlon block filled with comers e and (2) #1 bars vert. tied into hotels above Verify house slab "'•• height in field r{-�,-;.. Top of footer "`''"+ `4 `v 16" below finished floor III IIII-IIII= it Double Filled Cell lolumn 1� IIII- °::• .:`' `; '; .:. ; '; — NTS FOOTING SCHEDULE Mark Size Description I 14"1.11 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x It."D COLUMN FOOTING WITH (4) #5 BARS EACH WAY e"W x e"p THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W x 1400 With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 30"x30"xl6" concrete 2" x 6" PT wood secured with IIIII��IIcolumn footing with (4) 3/8"ills. x 6" anchor bolt at Is" o.c. grade s� Sraden �el�t, �� Il�III, y��1 Date Drawn Revisions Sheet Comm # - IF 45 bars each wag overhead door track secured to wood Cle Building Corp. jamb per manufacturer's product approval rchiteets - Planners T-q-19 30° 411 S.E. Coconut Avenue THE STERLING GARAGE Drawn bg: Garage Door Jamb Detail Tel : (112) 281-8258 LEFT 16-300 GARAGE DOOR TO WITHSTAND PRESSURES STATED Fax : (112) 281-8283 C.C.U. 3 COLUMN FOOTING DETAIL IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT NTSB brad:a S ani5h Lakes Checked bg: SCALE 1/2" = 1'-O" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. all: FL 34994 ale comcast.net #AAC000032 Stuart, St. Lucie County Florida D.R_B. OF 5 996 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX 1`44wood 4. Use nails or screws bas d on rese re for roof stated in permit info box on t ese plans for zone 3 Ke Area Edge Field Fastener Presx il r e Zone I 6 n if 6 ank k 8d han g sh 45 f pal' Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 1 6" 1 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on res§ure for rgof stated in permit info box on these plans for zone 3 Concrete / Lintel Column veriPy with Plan x 12" n Block Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel. liz� Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar � Min. 8" Bearing Provide #5 bar set in pre -cast lintel Into beam where length of the opening calls for it. ovide PT Buck .ached per jamb mis into filled c, 4" Pre -cast Sill Filled Call Provide #5 bare with min. 48 bar diameters overlap in filled cell. Tie 'filled call steel into continuous tooter steel. ::"' ('. `'': •V I Concrete Footing (see factor schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" v- SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" die. threaded rod set min. 12" into wet beam and 122) IOd nails into truss Rebar Reber 48 Bar Dia. Overlap TRUSS BLOCKING DETAIL AT GIRDER STRAPPING to Lintel Attachment AT CENTER BEARING POINT NTS 1/8' thick light textured stucco installed per ASTM C 924l over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using ad nails. Substrate to be 19/32' COX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4' o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precaat Lintel a ii OBI+ #5 bars -:e Lintel Bar Clear A '.r"' '••'ar' CLEAR 1-ength Length Span Bars Bars T-10" 2'-8" 1'-6" 2,43 none 3'-6" 3'-4" 2'-2" 2,#3 none BFB-OB/IT 81108-115AT 8P8-I5/2T Additional 4'-0" " 2'-8" none 2'-82,#3 none #5 bars none cLEas± 4'-4- " 3'2" 2,* me Row of "H" i'.}_i1 Block Above 5'-2" 4'-0" 2 #3 none 5'-10" 5'-8" 4'-6" 2,#4 none :. Lintel r Y „ i 2,#4 none in s � 4'-2" 2,#5 none BFIL—IB/IT SPIL—IB/2T 7'- 0° 7'-O" 2,45 none NOTES: I, min. coverage of steel-1.5" 2. min. bearing required 9 ea, and=8" ALL reinforcing steel is grade 60. 3. standard for reinf. ateel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Rows of "H' Block Above Bottom size Steel Size Max Gravity (PLP) Max Uphit Lp° p) Max Lateral Load p) L22 T-2' V-6' BPS-OB/IT 1 #5 30L9 t5L9 1024 L31 2 V V-I" 4'-0' are-OBAT 1 #5 2541 1363 163 L45 4'-5' 5'-10' 8F8-OBAT I #5 1105 909 339 L50 5'-O' V-L" 811118-OBAT 1 #5 1238 635 121 LLO 6'-8" 1'-V B11118-OBAT I U5 loll 12T 534 LBO 8'-O" 9'-4' 8F8-IB/2T I #5 2 #5 152 591 512 L90 T-O' 10'-L' BFe-I15/2T I #5 2 #5 (43 $30 401 L90B 9'-0' 10'-0 815I6-I5/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" 11'-4' BF6-0/2T I a5 2 85 582 1 494 432 LIOOB 10'-O" ll'-4' 8FI6-IB/2T ONE 1 #5 2 $5 ISLL 1028 452 LI20 12'-0' 13'-4" 8F8-6/2T 1 #5 1 2 U5 411 428 324 L120B 12'-0' 13'-4" 8FI6-IB/2T ONE 1 45 2 #5 lo15 110 324 L140 14'-O' 15'-4" 811I6-6/2T ONE 1 #5 2 #5 1250 1.09 259 LILO IV -ON IT-4" SP8-IB/2T 1 #5 2 #5 300 M2 M4 LI60B IC -Off IT-4" 81111I6-0/2T ONE I #5 2 #5 950 600 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTEL5 SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION RIaGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails - ( 24" o.c.) supporting Max. 1810lbs, uplift Aluminum Drip Edge t Fascia 12" 2" x L" Sub-Fasci Kaycan full o vent vinyl soffit installed wing 1/8' dia shank x T 5" long gals. roaring nails with 3/8" die. head per product approval — sea chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bar* vert. tiej_ " into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor J 12 4 1/2" Aluminum Drip - Edge f Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd " �ile at each web \ .ratxei into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan ei Slope per foundation plan Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' die. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with ( 24" o.c.) supporting Max. trusa Ilae truss. sheet eking to �TA 20 1810 Ibspupliftg O W 1 W LO ,. LOLOL In WEE Ul U-0 ifl O 0 z�� Z w � I R ul O 1L iN O y N W wall to be installed per FBC R102.3.1 ill meet all pertaining ASTM codes. HETA 20 to be Type "M" only proportioned per FBC RL01.1 irtar joints shall comply with PBC RkO1.2.1. e Dur-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and R C C f F L A bar vert. (typlcaU. �/ N lacing shall not exceed ese otherwise noted indetion plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET REVIEWED FOR in at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET CODE COMPLIANCE oncrete slab with fibmil Viesh en - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER 0/10 wwM on Land Visqueen over ST" LUCIE COUNTY compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTI8CC � 7 — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION ICaI SGctIor at Frort Forch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE TRUSS CONS7`RLICTION Two and 1/2" I w vvv see Base apace 4" L xG" ale •. • —_ Brace Gable end with 2" x 4" SYP #2 eft back nailed to bottom of top chords using (2) IOd nods at each truss PRE-ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) to ra � a-1 X O� m H16�$ a n LU Ts a w u..� 0)tli. V p � E_Cz CD — O U N 4 sv W T Brace Gable end With 2" x 4" SYP #2 min_ aft back nailed to bottom - of top chords using (2) 104 nails at each truss blown fiberglass um chord of trusses p in H wall with smooth finish oo a W is of beam block filled with concrete „ T #5 bar cont. in each row. Substitute lintel filled with concrete and (U #5 t. for bottom row over openingstri m rail. over I" x furringg IL" o.c. with R4.1 Fi-foil rn on t pical 8" Block walls m In Roam WA Ar MONSOON IANFill 11 VAN ai 1 Attic Access SL0F`F_ with light chor sup _ -_ FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Braden stun t Braden AIA,, FA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: brad enaia*comcast.net t_ FL 349% #AACO00032 Winne Building Corp. THE STERLING GARAGE LEFT Dag Dlgwn : Drawn by: C.C.U. Checked by: D_R_B. Revisions Sheet OF 5 Comm # S ankh Lakes St. Lucie County Florida i-2-19 - - - - - - - PANEL "A" Poin BR I Load I Wire Desenption W04 circa I Description Wee Load SR I Poise 1 20 1.2 ku 1 sit Refrigerator I Ran iK 12.0 kw 50 2 1 20 1.2 kw s12 Clothes Washer 3 1 20 1.5 kw 212 Kitchen S.A.C. 5 L Dr er s10 6.0 kw 30 2- 1 20 1.5 kw 912 Kitchen S.A.C. 1 a 1 20 - s12 Mathrooin Recepts 9 10 Air Cond sor $10 5.0 kw 30 2- 1 20 1.2 kw 812 Dishwasher II 12 1 20 1.2 kw 012 Microwave 13 N Air Hand $10 5.0 kw 30 2 1 15 - 914 General Lighting 15 1 IL 1 Is - s14 General Lighting 11 18 WH s10 6.0 kw 26 2 I I6 - s14 General Lighting 19 20 1 15 - $14 General Lighting 21 22 GDO s12 O.al KW 20 1 1 is - s14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare I 29 1 301 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qv . Watts Total(Watts) General..Lighting..(3.watts.aq,.ft.),,,,,,,,,,,,,,,,,,,,,,,,, Small, Appliance. Circult(s), , , , , , , , , , , , , , ,,, , , , , , Range....... -........................................ Refrigeretor................................................... .Microwave..................................................... Dish Washer ................................................................ Clothes.,Washer............................................... Clothes.,Dryer................................................ Water. Heater ................................................................. Garage,Door.Opener........................................ 1135 3 5,205 2 1,500 3,000 I 12,000 12,000 I 1200 1.200 I [,Soo 1.500 I 1200 1200 I 1.200 1.200 I 5,000 5,000 I 4.500 4,500 1 810 810 Total Watts 35,415 First 10000 Watts e100% 1 10,000 10.000 Remainder 25,615 940% 1 O 10,246 _ Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,24L Volta a 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = ISO Am s _ 1 Electrical S mbol Legend S Single Polo Switch ® Recessed Can Light Double Pole Switch ® Eyeball Recessed PS Push Button Switch .Y Exhaust Fan Duplex Outlet (� Ceding Mounted Light Special Receptacle iiiiii- Wall Mounted Light eterpr ground fault cmemt p Light with Pull Chain (attic) ® Floor Duplex Outlet © 1 Computer Connection Jack en I Carbon Monoxide Detector 4& Flood Light T Thermostat m Electrical Panel ® Central Vac 8 Electrical Motor ® Smoke Detector Ceiling fen ® Television Jack Telephone Jack Ac Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FIB = JUNCTION BOX TO SUPPORT A FAN (D = THERMOSTAT LOCATION B/A = BALANCED AIR Opt. PATIO/SLA 149 CFM IOxlOx4 = r 03=1101 149 CFm IO)dOxL 12xl2xI0 B/A r-1 12xl2xI0 B/A �Lgn_hclL---- Soffit $AATH 1-2-t9 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit MISO 150 CP PANEL 200a rated meter can 2" PVC ( FPL�-ti schedule 80 2" riad service FPL rods 'I ELECTRICAL RISER #2/0 AL SER Cable With 41 Grind 2" PVC Schedule 40 conduit sleeve_ into attic 200a rated meter can - bonding pant 2" PVC ( FPL)� schedule 80 vtiv�yv�rv�v-v^ 2" rigid service FPL - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES: IS PANEL bonding point - -- - grounn d rode _ ALTERNATE SERVICE ELECT. RiSER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommend at Ions which shall be verified prior to construction t - Verifu AIC/KIC Rating prior to ordering equipment I. Use copper wire only from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI rotected. S. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must comp)yy w/ FBC RM1402 9. A(�C Refrig�[�1' �t lines that are run thru slabs must be aleeved In YYG 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed by a licensed electrical contractor, the completed s stem shall be fully operative. 12. Contractor shall pay For all �ees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the AiC MeterA 150 Amp Panel 15. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of ang other phase of installation that may have been damaged. IL. It is not the intent of these plans to show everg minor detail of construction. The contractor shall furnish and install all items For a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone compang. 18. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. 9 E --7 70 I -22' x s4' , Attic Access light _ J GARAGE r-----------------i I I I I I I I I I I I I I I I I 1 I I 1 I I 12 11 1-4 Covi+red Porch I CAR E IT ROO I Registers 208 CFM g fa ` IOxlOx9 DINING ROOM � ex4x4 - --- ATH RI 7 o i 1 16" IL 144 CFM IOxLxL \ SECOND I BEDROOM IF ` I 12xl2x8 B/A COVERED PORCH P'IECHANICAL L YOUT SCALE: I/9" = P-O" 20, All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected by others. 22. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe From any other service. 23. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 24. Dryer RVenO2to be installed per Exhaust Duct Thru Soffit H.B. _ 1 Vent thru 4" Exhaust off►t Duct Thru Wall w.p. G Install owleAort-r` under disc.not shownC clarity ELEC7RIC,4L PLAN Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Pax (112) 281-8283 -mail: bradenaiascomcast.net Stuar . FL 34996 #AAC000032 SCALE: 1/4" = 1'-0" Attic Ventino Calculations 1=BC 2309.1 Total Attic Space = 212-4 sq, f t. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit one Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with Photo cell 1 Date Drawn Revisions 9-9-19 GARAGE Drawn by: LEFT C.C.U. Checked bg: D.R.B. H.B. Exhaust Duct -Thru Soffit Uliirre For Front Post Light o Ulm REVIEWED FOR o� CODE COMPLIANtCi: , ST. LUCIE COUNTY 11 BOCC Sheet I Comm # E - j i6-3oo B OF 5 Y =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 30' Span or less A 30' to 60' Span e0 degrees Spree er Bar or less �_.1/2 _10 1 a9—APprox 2/3 to T g Line span approx. one /z of span REFER TO BCSI REFER TO BCSI Truss must be set this way if crone used. Truss must be set this way if crane used. Truss is an ..ample, your truss may not match. This is an example, truss may not match. Insist crone operator sets truss this way. Insist crone operator sets truss this way. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. Carrying Girder For Truss to Truss Connections see hanger/connectorTNailsbe as de tabs oschedule in engineeringe nails. package. Carried Truss SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCES:FULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24, IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - 117 5PAGING NOTE �II ALL TRUSSES ARE TIC BE SET AT 2'—C: ON CEKER EXCEPT AS NOTED AIR HANF=>1 ER NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. All load be' ring walls, headers, beams & lintels must be in place at indicated height before trusses a ie installed. J6 GRA �✓�� O i� e ��P 1 I I 1 2.0 INT .00/ NIT 1 I I I I I I I 13'-8" '-4' 1 ATA ATA ATA ATA INVERTED "V" WEBS AT CENTER W/g' B.C. PANNEL. LOAD W/ (2) 50#POINT LOADS PER TRUSS FOR A/H/U ATA « ATA ' ATA ATB ATC w i� BHA 77 77 77 GARAGE LEFT DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI y/ii Q 'Qi J2 r J2 i` J4 � J4 J6 ���e �� JB �•��� r GRA I q I Al 2.0 INT .00/ INT, 1 AZ I A3 y% 1 � A4 I A5 I A5 1 A5 1 — A5 2' 13'-8" 1 A5 1 � I A5 I A5 ATA ATA ATA INVERTED "V" WEBS AT CENTER ,;^r""• W/g' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U ATA -r y ATA \ ATA r � ATA � ATB r` ' ATC ��0 I +VO BHA I ' I I J I ' I I � J2 I FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS gOREEME The legal description of the property where the trucsee will beInstalled 15 s; '�ED &RETURNED Tha underelpnetl acknowledges and agrees: !; TNaaee will ba made fn atdG accordance -- which lafhesoleauthodryfordaterminln .s �R Nle Wsa placement diagram layout, . 2,All dlmensbns N this le g ucceasPol fabdcetlon of the tru�sea. .3, llnlesa wdkan notice letuProvided b � dfled by the undersigned, days of dolWery the undarelgnad a Y rtMed mall to Chambers Truax within ten (10) such written notice Is fumlahed Chambers Trues ehellkha e�hree II bbutl���g4l�oJ�lowed..ln th'on, avnt to+bas days eg T1. hle undarelpned eGrnowledges recelptt a BC511-03Csummery)aheetn Dy TPI 8 in which _ dellveryuChamberaJTn,aethaet the soel e�uthro reeponslblllty to make the Job alto suitable for pdrtlon of The Job eke for tlelMto de ery, Chsmbere T�ruse will ba responal5le for dump dell only. The buyer is responalble for eddklonal delivery a k4' of the Job site or, a beeausa Job aka le na prepared for delivery olly xpenseE tl Chambers Truce has to redeliver Buyer le responalble to Chambers Trues ro�oowlpp ce"ate due i' efts wndltlona�ery of trueaea. 3. Pdce 804 e shown Iq peregreph 7 below le aubJeG to change k any changes ere, made M ' this layout A $b0 per hour fee for revisions may be charged by Chambers Truax. - . 7: Thlr le a PURCHASE ORDER to Chambers, Truce of the sum agreed to, or k nti; eg!aement a reeaodable Ddca. Invoice will be made on delivery and paid within terms of net 'bn delivery. Involve may. be made at scheduled date of delivery If buyer cannot accep{' dellvsry' of fabdceted Wesea. The undersigned agrees to pay Chambera.Tryss reasonable eltpmey'a fee for collections In event of payment not limey made. 1.1/2 Y. per month servJca charye will be added for all soma not Paid within tense, f 8. Signature or Initials anywhere on this sheet constkutas agreement to ell terms herein. I B.In consideration of Chambers Truss extending we as for Nla material the undersigned I uncondlgonelty guarentaea payment when due of any end all Indebtedness owed to Chembere Trues by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attomayc lase, k default In payment for material be made by the - roGplen4 •. 10. In the event of any litigation concerning this agreement, the kerns fumlahed or payments referred to herein, the, parties agree that the $ole venue for any such hereunder. be Saint Farce county, Florida.' salon will i 11. Design responsibilities are per'Nedon4l Standard And Rot:ommendedGuldellnes On Rabponslbllltlea For Construction Using Metal Plate Conneaed Wood Trusaea ANSI/TPIM?CA4-200Y' SIGNED FOR _ TITLE-' ybesses must ba fastened together perenglneering set;failureto do so canreboilInroofcollapse• ermanent breclne are required and can save Iffy and Is the rtisponslblllty of the truss erector. Study the contents of the Infonnatlon packet Included on delivery before settlng trusses. " susses mustbeaetand braced perdtrslgn to pravent il1UryS danla8e. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other coYioentrated loads on trusses, this can cause collapse. - DO' NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES `CLAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce; Florida 34982-8423 800-551-5932 Fort Pierce 772485.2012 Fax 7724654717 VeroBeach 772588-2012 Stuart 772-288.9302 y�r_r, retb, r"taeuCCOCTp11S$'(`niyJ ..' c s+-+ 2�rghitect'e or Architect's ropresentative`s shop draWingaPProval le NOT a '"double oheck" or the contractor. The contractor shall remain roe ponalble for eheckJng field rneaaurements and ether eonatruetlon orlterla. Archlteot'a aPPtoval covers general root shape rovPYvv of trues strapping, and loading on structure 4rom gravlt their r s Y and up11(t loads antl ec ve location Approved S Date; 92.0/93.2 MITEK 4.2 Braden & Braden A.LA.P.q, DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. 'o Top Chord Live 20 Top Chord Dead 7 4.2 H � Bottom Chord Live 10Nors-Concurrent w � o I Bottom Chord Dead 10 3 c � TOTAL Load 37 7.2 rn Duration Factor 1.25 w m d = ; Wind Speed 165mph Top Chord C.B. Sheeting by builder. w Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" v • ~>� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 7ASPNOorbarmaybe Ii.u.L.=Hestralnlnq Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. tK Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: - - Date: 11/14/16 Rdvi4i�',�tFOF,�, v J FOR Q WYNNE DEVEL00' a.,ty _'��t`1�'"y STERLING ��� SS ION: GARAGE RIGHT PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11412 // �„da�ivsin-